laboratory name : shree balaji test house …

Laboratory Name : SHREE BALAJI TEST HOUSE PVT.LTD.(TESTING DIVISION), FCA- 560, CHAWLA COLONY,BALLABGARH, FARIDABAD, HARYANA, INDIA

Accreditation Standard ISO/IEC 17025:2017Certificate Number TC-6681 Page No 1 of 32Validity 06/02/2020 to 05/02/2022 Last Amended on 08/07/2020

This is annexure to 'Certificate of Accreditation' and does not require any signature.

S.No Discipline / Group Materials or Productstested

Component, parameter orcharacteristic tested / Specific

Test Performed / Tests or type oftests performed

Test Method Specification againstwhich tests are performed and /or the techniques / equipment

used

LOCATION 1-FCA- 560, CHAWLA COLONY, BALLABGARH, FARIDABAD, HARYANA, INDIAPermanent Facility

1CHEMICAL-ATMOSPHERICPOLLUTION

AMBIENT AIR Ammonia(NH3) SBTHPL/SOP/A-01


AMBIENT AIR Oxides of Nitrogen(NO2) IS:5182 (Part-6)


AMBIENT AIR Particulate Matter PM10 IS:5182 (Part-23)


AMBIENT AIR Particulate Matter PM2.5 SBTHPL/SOP /A-03


AMBIENT AIR Sulphur Dioxide(SO2) IS:5182 (Part-2)


AMBIENT NOISEAmbient Noise (Leq dB(A), L max,L min, L-10,L-90)

IS 1989 and ISO 1996(Part 2)

7 CHEMICAL- BUILDINGMATERIAL Admixture Ash content IS: 9103

8 CHEMICAL- BUILDINGMATERIAL Admixture Chloride ion content IS: 6925

9 CHEMICAL- BUILDINGMATERIAL Admixture Dry material content IS: 9103

10 CHEMICAL- BUILDINGMATERIAL Admixture pH IS: 9103








used

11 CHEMICAL- BUILDINGMATERIAL Admixture Relative density IS: 9103

12 CHEMICAL- BUILDINGMATERIAL

Cement(OPC/PPC/PSC)/GGBS

Aluminium as Al2O3 IS 4032 cl. 4.6.1(Gravimetric mtd)



Calcium as CaO IS 4032 cl. 4.7.2 (EDTAmtd)



Iron as Fe2O3 IS 4032 cl. 4.5.2 (EDTAmethod)



Loss on Ignition IS 4032



Magnesia as MgO IS 4032 cl. 4.8.2 (EDTAmtd)



Silica as SiO2 IS: 4032



Sulphide Sulphur(S) IS: 4032



Sulphuric anhydride asSO3 IS: 4032



Magnanese oxide MnO IS:4032








used



Chloride IS: 4032



Insoluble Residue IS: 4032

23 CHEMICAL- BUILDINGMATERIAL Fly Ash Chlorides as Cl IS:4032

24 CHEMICAL- BUILDINGMATERIAL Fly Ash Sulphate as SO3 IS:1727


Rock stone, Coarse& Fine aggregate Calcium Carbonate BS 1377 (Part 3)


Rock stone, Coarse& Fine aggregate Soluble Chloride as Cl BS 1377 (Part 3)


Rock stone, Coarse& Fine aggregate

Sulphate as SO3 (AcidExtract)

BS 1377 (Part 3)Gravimetric


Thermoplastic RoadMarking Material CaCO3 & Inert Fillers ASTM D 4797


Thermoplastic RoadMarking Material Titanium Dioxide (TiO2) ASTM D 4797

30 CHEMICAL- METALS &ALLOYS Aluminium Sheets Anodized Thickness Clause 2.3 of IS 5523

31 CHEMICAL- METALS &ALLOYS

Reinforcement steelbar / MBCB / FerrousMaterials & alloysproducts StructuralSteel

Carbon (C) IS: 228(Part-1)








used



Galvanization Clause 5 of IS : 6745



Phosphorous (P) IS: 228(Part-3)



Sulphur (S) IS: 228(Part- 9)

35 CHEMICAL- SOIL ANDROCK Clays, Soil Calcium Carbonate IS: 2720 (Part 23)

36 CHEMICAL- SOIL ANDROCK Clays, Soil Chloride IS: 6825

37 CHEMICAL- SOIL ANDROCK Clays, Soil Nitrogen(N) IS 14684

38 CHEMICAL- SOIL ANDROCK Clays, Soil Organic Matter IS: 2720 (Part- 22)

39 CHEMICAL- SOIL ANDROCK Clays, Soil pH IS: 2720 (Part 26)

40 CHEMICAL- SOIL ANDROCK Clays, Soil Phosphorous(P2O5) IS 10158 / USEPA 6010 B

41 CHEMICAL- SOIL ANDROCK Clays, Soil Potassium(K2O) USEPA 6010 B, EPA

Method 3050 B








used

42 CHEMICAL- SOIL ANDROCK Clays, Soil Soluble Solids IS: 2720 (Part- 21)

43 CHEMICAL- SOIL ANDROCK Clays, Soil Soluble Chlorides as Cl IS 2720 (Part 27) /

BS:1377 (Part-3)

44 CHEMICAL- SOIL ANDROCK Clays, Soil Soluble Sulphate as SO3 IS 2720 (Part 27) /

BS:1377 (Part-3)

45 CHEMICAL- SOIL ANDROCK Clays/Soil Organic Carbon IS: 2720 (Part 22)

46 CHEMICAL- WATER Drinking Water Chloride IS:3025 (Part-32)47 CHEMICAL- WATER Drinking Water Coliforms IS:162248 CHEMICAL- WATER Drinking Water Color IS:3025 (Part-4)49 CHEMICAL- WATER Drinking Water Color,Hazen Units IS:3025(Part- 4)50 CHEMICAL- WATER Drinking Water E.Coli / Escherichia coli IS:162251 CHEMICAL- WATER Drinking Water Iron IS:3025 (Part-53)52 CHEMICAL- WATER Drinking Water Iron IS:3025(Part-53)53 CHEMICAL- WATER Drinking Water Odour IS:3025 (Part-5)54 CHEMICAL- WATER Drinking Water pH IS:3025 (Part-11)55 CHEMICAL- WATER Drinking Water Residual Free Chlorine IS:3025 (Part-26)56 CHEMICAL- WATER Drinking Water Residual Free Chlorine IS:3025(Part-26)57 CHEMICAL- WATER Drinking Water Sulphate IS:3025 (Part-24)58 CHEMICAL- WATER Drinking Water Total Alkalinity IS:3025 (Part-23)59 CHEMICAL- WATER Drinking Water Total Alkalinity IS:3025(Part-23)60 CHEMICAL- WATER Drinking Water Total Dissolved Solids IS:3025 (Part-16)61 CHEMICAL- WATER Drinking Water Total Hardness IS:3025 (Part-21)62 CHEMICAL- WATER Drinking Water Turbidity IS:3025 (Part-10)








used

63 CHEMICAL- WATER Drinking Water Turbidity IS:3025(Part-10)

64 CHEMICAL- WATERWater (forconstructionpurpose)

Acidity (ml of 0. 02 ‘N’NaOH used to neutralizethe 100 ml of the watersample)

IS:3025 (Part-23)


Alkalinity (ml of 0.02 ‘N’H2SO4 used to neutralizethe 100 ml of the watersample)

IS:3025 (Part-22)


Chloride IS:3025 (Part-32)


Inorganic Solids IS:3025 (Part-16)


Organic Solids IS:3025 (Part-18)


pH IS:3025 (Part-11)


pH Value IS:3025 (Part-11)


Sulphate IS: 3025 (Part-24)


Total Suspended Material IS:3025 (Part-17)








used

73 CHEMICAL- WATERWater(forConstructionpurpose)

pH IS: 3025 (Part 11)

74 MECHANICAL- BUILDINGSMATERIALS Admixture Air content IS: 9103

75 MECHANICAL- BUILDINGSMATERIALS Admixture Bleeding IS: 9103

76 MECHANICAL- BUILDINGSMATERIALS Admixture Flexural strength IS: 516

77 MECHANICAL- BUILDINGSMATERIALS Admixture Length change IS: 1199

78 MECHANICAL- BUILDINGSMATERIALS Admixture Time of setting IS: 8142

79 MECHANICAL- BUILDINGSMATERIALS Admixture Water content IS: 9103 (Part-3)

80 MECHANICAL- BUILDINGSMATERIALS Anti stripping agent Appearance colour Visual smelling

81 MECHANICAL- BUILDINGSMATERIALS Anti stripping agent Boiling water test ASTM D3625 / IS 14982

Annex D

82 MECHANICAL- BUILDINGSMATERIALS Anti stripping agent Flash point IS : 1448

83 MECHANICAL- BUILDINGSMATERIALS Anti stripping agent Nitrogen content Morth Appendix 4

84 MECHANICAL- BUILDINGSMATERIALS Anti stripping agent Pour point IS 1448 (Part 10) Sec 2

85 MECHANICAL- BUILDINGSMATERIALS Anti stripping agent Retained Marshall

stability Morth spec. Appendix 4








used

86 MECHANICAL- BUILDINGSMATERIALS Anti stripping agent Solubility in

diesel(HDO/LDO) Morth Appendix 4

87 MECHANICAL- BUILDINGSMATERIALS Anti stripping agent Specific Gravity 27°C IS: 1202

88 MECHANICAL- BUILDINGSMATERIALS Anti stripping agent Stripping value IS: 6241

89 MECHANICAL- BUILDINGSMATERIALS Anti stripping agent Thermal Stability at

163°C IS: 6241

90 MECHANICAL- BUILDINGSMATERIALS Anti stripping agent Total base value ASTM D664

91 MECHANICAL- BUILDINGSMATERIALS Anti stripping agent Under water coating test IS : 6241

92 MECHANICAL- BUILDINGSMATERIALS Anti stripping agent Water content IS : 1448

93 MECHANICAL- BUILDINGSMATERIALS

Barbed wire /fencing wire Diameter IS 278 2009


Barbed wire /fencing wire Mass of wire IS: 278


Barbed wire /fencing wire Mass of zinc coating IS: 4826


Barbed wire /fencing wire Tension test IS:1608 (Part-1)


Barbed wire /fencing wire Wrapping test IS 1755

98 MECHANICAL- BUILDINGSMATERIALS Bentonite Fineness IS: 6186

99 MECHANICAL- BUILDINGSMATERIALS Bentonite Gel Formation Index IS: 6186, A-5








used

100 MECHANICAL- BUILDINGSMATERIALS Bentonite Moisture IS: 6186

101 MECHANICAL- BUILDINGSMATERIALS Bentonite pH IS: 6186

102 MECHANICAL- BUILDINGSMATERIALS Bentonite Sand Content IS 6186

103 MECHANICAL- BUILDINGSMATERIALS Bentonite Swelling IS: 6186

104 MECHANICAL- BUILDINGSMATERIALS Bentonite Viscosity at 30°C IS: 6186, A-7


Bitumen Emulsion(Cationic Type) Water Content IS:1211


BitumenEmulsion(CationicType)

Distillation in % byvolume of distillaterecovered at 360 degreeC

ASTM D-244



Coagulation of emulsion@ low temperature Annexure C of IS:8887



Determination of coatingability & water resistance Annexure F of IS:8887



Determination of mixingwith cement Annexure G of IS:8887



Ductility IS: 1208








used



Miscibility with water Annexure H of IS:8887



Particle Charge Annexure E of IS:8887



Penetration IS: 1203



Residue at 360 degree C IS 1213



Residue by evaporation Annexure J of IS:8887



Residue on 600 Micronsieve Annexure B of IS:8887



Solubility intrichloroethylene IS:1216



Storage stability after 24hour Annexure D of IS:8887



Viscosity by sayblot furolviscometer IS: 3117


Cement ConcreteTiles Dimension CI. 7 of IS:1237








used


Cement ConcreteTiles Flatness Annexure B of IS: 1237


Cement ConcreteTiles Perpendicularity Annexure G of IS:1237


Cement ConcreteTiles Water absorption Annexure D of IS:1237


Cement ConcreteTiles Wet transverse Annexure F of IS:1237

125 MECHANICAL- BUILDINGSMATERIALS Ceramic tiles Chemical resistance IS:13630 (Part-7)

126 MECHANICAL- BUILDINGSMATERIALS Ceramic tiles Water absorption IS:13630 (Part-2)

127 MECHANICAL- BUILDINGSMATERIALS Curing Compound Curing Efficiency BS 7542

128 MECHANICAL- BUILDINGSMATERIALS Curing Compound Ford Cup(B4) Viscosity BS:7542

129 MECHANICAL- BUILDINGSMATERIALS Curing Compound Loss of Water in 72 Hrs. BS:7542

130 MECHANICAL- BUILDINGSMATERIALS Curing Compound Specific Gravity BS:7542

131 MECHANICAL- BUILDINGSMATERIALS Curing Compound Surface Drying Time ASTM C 309

132 MECHANICAL- BUILDINGSMATERIALS Curing Compound Water Retention ASTM C 156


G I Sheet / HDPE /Sheathing Duct

Transverse Load RatingTest

1800/I clause 1805.6.2Test A,13,C,D


G I Sheet / HDPE /Sheathing Duct Dimension IRC-18-2000 APP








used


G I Sheet / HDPE /Sheathing Duct Load tension 1800/I clause 1805.6.2

Test A,13,C,D


G I Sheet / HDPE /Sheathing Duct Water loss test MORTH Specs : 2013


G I Sheet / HDPE /Sheathing Duct Workability 1800/I clause 1805.6.2

Test A,13,C,D


HardenedConcrete/FreshConcrete/concreteMix

Compaction factor Cl 5.2 of IS : 1199



Compressive Strength ofaccelerated curedconcrete specimen

IS: 516



Compressive Strength ofConcretecube/Cylindrical

IS: 516



Concrete waterPermeability DIN:1048 (Part-5)



Density IS : 1199



Flexural Strength IS:516








used



Slump IS:1199



Water absorption IS:2185 (Part-2)


Paver block/Interlocking block Compressive strength IS: 15658; Annexure D


Paver block/Interlocking block Dimension IS: 15658 Annexure B


Paver block/Interlocking block

Flexural StrengthBreaking Load IS:15658 Annexure G


Paver block/Interlocking block

Thickness of wearinglayer IS: 15658; CI6.2.3


Paver block/Interlocking block Visual inspection IS : 15658


Paver block/Interlocking block Water absorption IS : 15658 Annexure C


Prestressing StrandsH.T Strands /LRPCStrands

Breaking load IS:1608 (Part 1)



Cross sectional area IS : 14268



Diameter Annexure A-2 of IS:14268








used



Mass / Unit area Annexure B-2 / A-2 of IS :14268



Relaxation test – 100 H Cl 6.2.4 of IS: 14268


Reinforcement steelbar Cross sectional area Cl 15 of IS: 2062


Reinforcement steelbar Bend test IS : 1599


Reinforcement steelbar Diameter Cl 6.3 of IS: 1786


Reinforcement steelbar Elongation IS:1608(Part 1)


Reinforcement steelbar Mass per meter Cl 7.1of IS : 1786


Reinforcement steelbar Rebend test IS: 1786


Reinforcement steelbar Reduction area IS:1608 (Part 1)


Reinforcement steelbar Rockwell hardness IS: 1586 (Part 1)


Reinforcement steelbar Thickness Cl 15 of IS: 2062


Reinforcement steelbar Ultimate Tensile Strength IS 1608 (Part 1)


Reinforcement steelbar Yield stress IS: 1608 (Part 1)








used

168 MECHANICAL- BUILDINGSMATERIALS Rivets Diameter IS : 1929

169 MECHANICAL- BUILDINGSMATERIALS Rivets Dump test IS: 1148

170 MECHANICAL- BUILDINGSMATERIALS Rivets Head Soundness Test IS: 1148

171 MECHANICAL- BUILDINGSMATERIALS Rivets Shear test IS : 5242

172 MECHANICAL- BUILDINGSMATERIALS Steel Pipe Tube Flattering Test IS: 2328 cl- 6.1 & ISO

8492


Thermoplastic RoadMarking Material Binder Content Appendix D of BS:3262

(Part 1)


Thermoplastic RoadMarking Material Cracking Resistance AASHTO T 250


Thermoplastic RoadMarking Material Drying Time As Per MORTH Spec.

2013


Thermoplastic RoadMarking Material Flow Resistance Test AASHTO T-250


Thermoplastic RoadMarking Material Free Flow Test As Per MORTH Spec.

2001


Thermoplastic RoadMarking Material Glass Beads Content Appendix C,BS:3262 Part

1


Thermoplastic RoadMarking Material

Gradation of GlassBeads(Type 1 & 2) MORTH Spec.2014


Thermoplastic RoadMarking Material Luminance Test AASHTO M249


Thermoplastic RoadMarking Material Refractive Index BS 6088








used


Thermoplastic RoadMarking Material Skid Resistance Test Appendix K,BS 6044


Thermoplastic RoadMarking Material Softening Point- R&B ASTM D 36


Thermoplastic RoadMarking Material

xiv) Coeff. Of retro-reflection

ASTM D1710-11/ BSEN1436


Thermoplastic RoadMarking Material Yellowness Index Test AASHTO M249-4/ASTM

E2302


Thermoplastic RoadMarking Material : Roundness-Microscopic BS: 6088

187MECHANICAL-MECHANICALPROPERTIES OF METALS

MBCB / FerrousMaterials & alloysproducts StructuralSteel

Bend test IS: 1599



Cross sectional area IS 14268



Diameter Cl 6.3 of IS: 1786



Elongation IS:1608 ( Part 1)



Mass per unit area IS 14268-2017








used



Rebend test IS : 1786



Reduction area IS:1608 (Part 1)



Rockwell hardness IS: 1586 (Part 1)



Thickness(dia) IS 1786



Ultimate Tensile Strength IS: 1608 (Part 1)



Yield stress IS:1608 (Part 1)

198 MECHANICAL- SOIL ANDROCK Rock Bulk Density IS:13030

199 MECHANICAL- SOIL ANDROCK Rock Cerchar Abrasiveness

IndexASTM D7625 ISRMMethod

200 MECHANICAL- SOIL ANDROCK Rock Dry Density IS:13030








used

201 MECHANICAL- SOIL ANDROCK Rock Fractured Faces ASTM D 5821

202 MECHANICAL- SOIL ANDROCK Rock Moisture Content IS:13030

203 MECHANICAL- SOIL ANDROCK Rock Point Load Test ASTM D5731

204 MECHANICAL- SOIL ANDROCK Rock Porosity IS:13030

205 MECHANICAL- SOIL ANDROCK Rock Retained Tensile

Strength AASHTO T 283

206 MECHANICAL- SOIL ANDROCK Rock Slake Durability Index IS: 10050

207 MECHANICAL- SOIL ANDROCK Rock Specific Gravity IS:13030

208 MECHANICAL- SOIL ANDROCK Rock Unconfined Compressive

Strength IS: 9143

209 MECHANICAL- SOIL ANDROCK Rock Water Absorption IS:13030

210 MECHANICAL- SOIL ANDROCK

Soil / Fly ash / Pondash/GSB / WBM /WMM / CTSB

Relative Density IS 2720 ( Part 14)



California Bearing Ratio(C.B.R.)-Soaked

IS: 2720 ( Part 16/AASHTO T193 )



Coefficient of InterfaceFriction IS:13326 (Part 1)








used



Coefficient ofpermeability by ConstantHead

IS : 2720 Part-36



Compression index IS:2720(Part-15)



Consolidation Test IS:2720(Part-15)



Direct Shear Test, Fievalue IS:2720(P-13)



Direct Shear Test, cvalue IS: 2720 (Part-13)



Free Swell Index IS: 2720 (Part-40)



Grain size Analysis -Wet IS 2720 (Part-4)



Heavy CompactionMDD/OMC IS 2720 ( Part 8)



Light Compaction MDD IS 2720 ( Part 7)



Light Compaction OMC IS: 2720 (Part 7)








used



Liquid Limit IS: 2720 (Part 5)



Moisture content IS: 2720 ( Part 2)



Permeability test IS:2720 (Part-17)



Plastic Limit IS: 2720 (Part 5)



Plasticity Index IS: 2720(Part-5)



Shrinkage Limit IS: 2720 (Part 6)



Tri axial shear Test ( cvalue) IS:2720 (Part-11 & 12)



Tri axial shear Test (FieValue) IS:2720(Part-11 &12 )

231 MECHANICAL- TEXTILEMATERIALS Geogrid Aperture Size & Number

of Ribs/Meter ASTM D5261

232 MECHANICAL- TEXTILEMATERIALS Geogrid Elongation ASTM D6637

233 MECHANICAL- TEXTILEMATERIALS Geogrid Mass Per Square Meter ASTM D5261








used

234 MECHANICAL- TEXTILEMATERIALS Geogrid Tensile strength ASTM D 6637

235 MECHANICAL- TEXTILEMATERIALS

Geotextile (Woven/Non Woven) Apparent opening Size ASTM D 4751


Geotextile (Woven/Non Woven) Elongation ASTM D5035


Geotextile (Woven/Non Woven) Tensile Strength ASTM D5035


Geotextile (Woven/Non Woven) Thickness ASTM D5199/ IS:13162

(Part-3)


Geotextile (Woven/Non Woven) Mass Per Square Meter ASTM D 5261

240 MECHANICAL- WOODAND WOOD PRODUCTS

Wood/ Timber/Plywood Moisture Content IS:1708(Part-1)

241 MECHANICAL- WOODAND WOOD PRODUCTS

Wood/ Timber/Plywood Specific Gravity IS:1708-1986(P-2)








used

LOCATION 1-FCA- 560, CHAWLA COLONY, BALLABGARH, FARIDABAD, HARYANA, INDIASite Facility


Retro reflectiveSignboards/RoadStuds

Coefficient of Retro-reflection- RL & QD

ASTM -E810-03 & ASTM-E1709


Bituminous/concrete RoadSection

Benkelman BeamDeflection Test(BituminousSection)/FWD

IRC:81-1981 Ministry ofRoad Transport &Highway-Manual forConstruction andSupervision ofBituminous Works, IRC,Year 2001



Bridge Load Test(Bituminous andconcrete Section)

IRCSP:51 Ministry ofRoad Transport &Highway-Manual forConstruction andSupervision ofBituminous Works, IRC



Surface evenness ofHighway Pavements(Bituminous & ConcreteRoad)/NSV

IRCSP:16

5 MECHANICAL- BUILDINGSMATERIALS Concrete Structure

Pile Load Test (ConcreteStructure) a) Static LoadTest

IS: 2911 (Part 4)

6 MECHANICAL- BUILDINGSMATERIALS Concrete Structure

Pile Load Test(ConcreteStructure) c) LateralLoad Test

IS: 2911 (Part 4)

7 MECHANICAL- BUILDINGSMATERIALS Concrete Structure Pile Load Test: Dynamic

Load Test IS: 2911 (Part 4)








used

8 MECHANICAL- BUILDINGSMATERIALS Concrete Structure Pile Load Test: Pullout

Test IS: 2911 (Part 4)

9 MECHANICAL- SOIL ANDROCK Soil Dry Density- Core

Cutting Method IS: 2720 (Part 29)

10 MECHANICAL- SOIL ANDROCK Soil Dry Density- Sand

Replacement Method IS:2720 (Part 28)

11 MECHANICAL- SOIL ANDROCK Soil Ev2 Test DIN:18134:2001/RDSO

GE-14

12 MECHANICAL- SOIL ANDROCK Soil K-Value Test IS: 9214

13 MECHANICAL- SOIL ANDROCK Soil Plate Load Test IS:1888

14 MECHANICAL- SOIL ANDROCK Soil

Standard PenetrationTest(Soil InvestigationTest) N Value

IS:2131



Electricals ResistivityTest IS:15736



Soil Resistivity Test IS: 3043

17NON-DESTRUCTIVE-BUILDING MATERIALS -REINFORCED CONCRETESTRUCTURES

Reinforced ConcreteStructures Cappo Test ASTM C 900


Reinforced ConcreteStructures

Cover DepthMeasurement BS 811








used


Reinforced ConcreteStructures Pile Integrity Test ASTM D5882


Reinforced ConcreteStructures Rebound Hammer IS:13311 (Part 2)


Reinforced ConcreteStructures

Ultrasonic Pulse VelocityTest (UPV)

IS:516 (Part-5/Sec-1) /IS:13311 (Part 1)








used

LOCATION 2 - FCA- 633/A, EAST CHAWLA COLONY, BALLABGARH, FARIDABAD, HARYANA, INDIAPermanent Facility


Bituminous PavingIndustrial(PMB/CRMB

Boiling Water Test ASTM D3625



Mastic Hardness IS:1195



Mineral Matter (Ash) IS: 1217



Complex modulus andshear modulus

Annexure 1 IRC SP 53ASTMD 7405


Bituminous PavingIndustrial(PMB/CRMB)

Absolute Viscosity at 60degree C IS: 1206(Part-2)



Bitumen Content /BinderContent Test ASTM D– 2172,



Ductility IS 1208



Elastic Recovery IS: 15462/IRC SP53-2010



Flash point IS 1448 Part-69 / IS 1209








used



Frass Breaking Point IS: 9381



Kinematic Viscosity at135 degree C (for vggrade)& 150 degree C(for modified)

IS: 1206(Part-3) / IS:73



Loss in weight IS: 9382



Loss on heating IS: 212



Marshal Stability & Flow ASTM D-6927



Penetration IS 1203



Phase angle AASHTO T 315



Pour Point IS:1448 (Part 10)



Resilient Modulus IRC:37








used



Retained MarshallStability IS:14982



Separation IS:15462



Softening Point IS 1205



Solubility in HDO IS:14982



Solubility in LDO IS:14982



Solubility intrichloroethylene IS:1216



Specific Gravity IS 1202



Thermal Stability IS: 14982



Thin Film oven Test :Elastic recovery of halfthread in ductilometer at25°C

IS: 15462








used



Thin Film oven Test :Viscosity ratio at 60°C IS: 1206



Thin Film oven Test:Ductility at 25°C(cm) IS: 1208



Thin Film oven Test:Increase in softeningpoint

IS: 1205



Thin Film oven Test:Reduction in Penetrationof residue

IS: 1203



Viscosity IS 1206



Water content IS: 1211


Burnt clay buildingbricks/ Fly ash bricks Warpage IS: 3495 (Part-4)


Burnt clay buildingbricks/ Fly ash bricks Compressive Strength IS: 3495(Part 1)


Burnt clay buildingbricks/ Fly ash bricks Dimension IS: 1077












used


Burnt clay buildingbricks/ Fly ash bricks Efflorescence IS: 3495(Part 3)


Burnt clay buildingbricks/ Fly ash bricks Water Absorption IS: 3495(Part 2)



CompressiveStrength/Slag activityIndex: a) 7 days b) 28days

IS: 4031(Part-6)


Cement-(OPC/PPC/PSC)/GGBS

Fineness: Blaine IS:4031(Part-2)



Fineness: Dry sieving IS:4031(Part-1)



Setting Time: FinalSetting time IS: 4031(Part-5)



Setting Time: InitialSetting Time IS: 4031(Part-5)



Soundness: By Autoclave IS: 4031(Part-3)



Soundness: By Le-Chatelier IS: 4031(Part-3)



Specific Gravity IS 4031 (Part-11)








used



Standard Consistency IS: 4031(Part-4)



Transverse strength IS : 4031 (Part-8)

51 MECHANICAL- BUILDINGSMATERIALS Coarse Aggregates Mortar Making Properties IS 2386 (Part 6)

52 MECHANICAL- BUILDINGSMATERIALS Coarse Aggregates 10 % Fines Value IS 2386 (Part-4)

53 MECHANICAL- BUILDINGSMATERIALS Coarse Aggregates Aggregate Impact Value IS 2386 (Part 4)

54 MECHANICAL- BUILDINGSMATERIALS Coarse Aggregates Alkali Reactivity IS: 2386 (Part-7)

55 MECHANICAL- BUILDINGSMATERIALS Coarse Aggregates Bulk Density IS 2386 (Part 3)

56 MECHANICAL- BUILDINGSMATERIALS Coarse Aggregates Combined Flakiness &

Elongation Index IS 2386 (Part 1)

57 MECHANICAL- BUILDINGSMATERIALS Coarse Aggregates Crushing Value IS 2386( Part 4)

58 MECHANICAL- BUILDINGSMATERIALS Coarse Aggregates Deleterious Material IS: 2386 (Part-2)

59 MECHANICAL- BUILDINGSMATERIALS Coarse Aggregates Los Angeles Abrasion

Value IS 2386( Part 4)

60 MECHANICAL- BUILDINGSMATERIALS Coarse Aggregates Material Finer than 75

micron IS 2386(Part 1)

61 MECHANICAL- BUILDINGSMATERIALS Coarse Aggregates Petrographic

Examination IS 2386 (Part 8)








used

62 MECHANICAL- BUILDINGSMATERIALS Coarse Aggregates Polished stone value IS: 2386(Part -4) / BS:

812 (Part-114)

63 MECHANICAL- BUILDINGSMATERIALS Coarse Aggregates

Sieve Analysis/ ParticleShape & Size/MaterialFiner/Gradation/GrainSize Analysis

IS 2386( Part 1)

64 MECHANICAL- BUILDINGSMATERIALS Coarse Aggregates Soundness: a) Na2So4 b)

MgSo4 IS: 2386(Part-5)

65 MECHANICAL- BUILDINGSMATERIALS Coarse Aggregates Specific Gravity IS 2386( Part 3)

66 MECHANICAL- BUILDINGSMATERIALS Coarse Aggregates Stripping Value of

aggregate IS: 6241

67 MECHANICAL- BUILDINGSMATERIALS Coarse Aggregates Water Absorption IS 2386( Part 3)

68 MECHANICAL- BUILDINGSMATERIALS Fine Aggregate Petrographic

Examination IS : 2386 (Part-8)

69 MECHANICAL- BUILDINGSMATERIALS Fine Aggregate Silt content IS : 2386 (Part-2)

70 MECHANICAL- BUILDINGSMATERIALS Fine Aggregates Alkali Reactivity IS: 2386(Part-7)

71 MECHANICAL- BUILDINGSMATERIALS Fine Aggregates Bulk Density IS 2386( Part 3)

72 MECHANICAL- BUILDINGSMATERIALS Fine Aggregates Deleterious Material IS: 2386(Part-2)

73 MECHANICAL- BUILDINGSMATERIALS Fine Aggregates Sand equivalent Value IS: 2720(Part-37)

74 MECHANICAL- BUILDINGSMATERIALS Fine Aggregates

Sieve Analysis/ ParticleShape & Size/MaterialFiner

IS 2386( Part 1)








used

75 MECHANICAL- BUILDINGSMATERIALS Fine Aggregates Soundness :a) Na2So4 b)

MgSo4 IS: 2386(Part-5)

76 MECHANICAL- BUILDINGSMATERIALS Fine Aggregates Specific Gravity IS 2386( Part 3)

77 MECHANICAL- BUILDINGSMATERIALS Fine Aggregates Water Absorption IS 2386( Part 3)

laboratory name : shree balaji test house …

Documents